<?xml version='1.0' encoding='utf-8'?>
<oai_dc:dc xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
  <dc:contributor>Richard E. Fidler</dc:contributor>
  <dc:creator>S.E. Norris</dc:creator>
  <dc:date>1966</dc:date>
  <dc:description>&lt;p&gt;&lt;span&gt;A&amp;nbsp;&lt;/span&gt;type&lt;span&gt;‐&lt;/span&gt;curve&lt;span&gt;&amp;nbsp;method for determining anisotropy of&amp;nbsp;&lt;/span&gt;unconfined&lt;span&gt;&amp;nbsp;aquifers,&amp;nbsp;&lt;/span&gt;developed&lt;span&gt;&amp;nbsp;from&amp;nbsp;&lt;/span&gt;electric&lt;span&gt;&amp;nbsp;&lt;/span&gt;analog&lt;span&gt;&amp;nbsp;simulation, is applied to drawdowns observed near, a well pumping from a glacial outwash&amp;nbsp;&lt;/span&gt;aquifer&lt;span&gt;&amp;nbsp;&lt;/span&gt;at&lt;span&gt;&amp;nbsp;&lt;/span&gt;Piketon&lt;span&gt;,&amp;nbsp;&lt;/span&gt;Ohio&lt;span&gt;. The coefficient of&amp;nbsp;&lt;/span&gt;vertical&lt;span&gt;&amp;nbsp;&lt;/span&gt;permeability&lt;span&gt;, P z'averaged 365 gpd per square foot. Computed drawdown for the pumped well, based on this value, differed by only a small amount from the observed drawdown. The coefficient of storage, determined from&amp;nbsp;&lt;/span&gt;type&lt;span&gt;&amp;nbsp;&lt;/span&gt;curves&lt;span&gt;&amp;nbsp;for an image well system, averaged 0.20, typical of&amp;nbsp;&lt;/span&gt;unconfined&lt;span&gt;&amp;nbsp;aquifers. Application of the method required a thorough knowledge of geohydrologic controls operating&amp;nbsp;&lt;/span&gt;at&lt;span&gt;&amp;nbsp;the test site.&amp;nbsp;&lt;/span&gt;&lt;/p&gt;</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.1111/j.1745-6584.1966.tb01606.x</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>Wiley</dc:publisher>
  <dc:title>Use of type curves developed from electric analog studies of unconfined flow to determine the vertical permeability of an aquifer at Piketon, Ohio</dc:title>
  <dc:type>article</dc:type>
</oai_dc:dc>